Example (2.1): A square raft on irregular subsoil |
Example (2.2): An irregular raft on irregular subsoil |
Example (2.3): System of footings on irregular subsoil |
Example (3.1): Settlements outside the foundation |
Example (3.2): Influence of a new neighboring building on an old one |
Example (3.3): Influence of ground lowering due to a tunnel on a
building |
Example (4.1): Interaction of two circular rafts |
Example (4.2): Settlement behavior of four containers |
Example (4.3): interaction of two rafts considering two additional
footings  |
Example (4.4): interaction of two square rafts constructed side by side |
Example (4.5): Analysis of a swimming pool |
Example (5.1): Rigidity of simple square raft |
Example (5.2): Rigidity of irregular raft on irregular subsoil |
Example (5.3): Effect of girders on the raft rigidity |
Example (5.4): Comparison between raft and grid foundations |
Example (6.1): Analysis of a raft for a high rise building |
Example (6.2): Verification of the iterative procedure |
Example (6.3): Analysis of structure on nonlinear soil medium |
Example (7.1): Verification of nonlinear analysis for Winkler's model |
Example (7.2): Rectangular foundation subjected to eccentric loading |
Example (7.3): Circular foundation subjected to eccentric loading |
Example (7.4): Elastoplastic analysis of a raft resting on Continuum
medium |
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